This paper outlines a new experimental method developed to test flat slabs with simple uniform loading and improved boundary conditions. A new form of punching shear reinforcement, which will increase the punching shear resistance without affecting the flexural resistance, is used. Available experimental methods to test flat slabs are reviewed to demonstrate the simplicity of the new approach. To show the effectiveness of both the method and the shear reinforcement, some experimental results are included. In the design of slabs, in addition to self-weight a uniform imposed load is usually considered. But in the laboratory, applying this uniform load is challenging. This is further complicated by the requirements to maintain proper boundary conditions. One way adopted in the past was testing multipanel slabs with multiple point loads. However this is an expensive approach. Therefore in this paper a very simple approach to test isolated flat slab panels with improved boundary conditions is presented. A special vacuum rig was constructed at Cambridge University Engineering Department. Details of the vacuum rig and some experience from experiments are given: the method seems promising. It is concluded that with further tests the shear reinforcement introduced in this paper could be useful in practice.
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August 2004
Research Article|
August 01 2004
A new approach to testing reinforced concrete flat slabs Available to Purchase
K. Baskaran;
K. Baskaran
*
University of Cambridge, Department of Engineering
Trumpington Street, Cambridge, CB2 1PZ, UK
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C. T. Morley
C. T. Morley
*
University of Cambridge, Department of Engineering
Trumpington Street, Cambridge, CB2 1PZ, UK
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Publisher: Emerald Publishing
Received:
December 17 2003
Accepted:
April 14 2004
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2004 Thomas Telford Ltd
2004
Magazine of Concrete Research (2004) 56 (6): 367–374.
Article history
Received:
December 17 2003
Accepted:
April 14 2004
Citation
Baskaran K, Morley CT (2004), "A new approach to testing reinforced concrete flat slabs". Magazine of Concrete Research, Vol. 56 No. 6 pp. 367–374, doi: https://doi.org/10.1680/macr.2004.56.6.367
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